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1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 <br />■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 <br />R <br />■ <br />P <br />■ <br />0 <br />■ <br />N <br />■ <br />M <br />■ <br />L <br />■ <br />K <br />■ <br />J <br />H <br />■ <br />G <br />■ <br />F <br />■ <br />E <br />■ <br />D <br />■ <br />C <br />■ <br />B <br />■ <br />a- <br />C6 <br />2 A <br />m <br />0 <br />:v <br />0 <br />MATERIAL NOTES <br />03 05 05.AO1 underslab vapor barrier <br />0714 OO.AO1 fluid -applied waterproofing <br />07 81 OO.AO1 spray applied fireproofing <br />08 33 23.AO3 interior overhead coiling door <br />j - -- <br />'�s - - <br />0,802 <br />- <br />243 <br />3.371 <br />QQ <br />QQ <br />_ � <br />� - <br />08 33 23.A03 <br />- <br />(1.5F) <br />EO <br />0.141 <br />�> <br />(1.5F) <br />1 <br />r� <br />o <br />A7 <br />243° e <br />L15 3.431 <br />L15 <br />-- <br />L15 <br />242 <br />242 <br />242 <br />- m I <br />137'-4" <br />137'-4" <br />137'-4" <br />- <br />3RD LEVEL <br />3RD LEVEL <br />i , 3RD LEVEL <br />- <br />-�Y <br />TYP. A7 <br />136'-11" <br />3.371 <br />136 -11 �� <br />i 136'-11° <br />242 <br />GENERATOR ROOF <br />7- <br />11 <br />GENERATOR ROOF <br />I I i GENERATOR ROOF <br />, it <br />3 372 <br />ij <br />1.056 <br />I; <br />G15 <br />242 <br />3.371 <br />; I <br />3.371 <br />M1 <br />EXTERIOR <br />WALL SECTION <br />M4 <br />ELEVATOR SECTION <br />L15 <br />242 <br />3.372 <br />G1 <br />GENERAL NOTES <br />0.141 existing masonry to remain <br />114" =1'-0" <br />1/411 =1'-011 <br />G7 <br />2431 <br />TP <br />i <br />0.802 patch as required to match existing <br />TYP. 124 -8 <br />124 -8 �� <br />00 <br />124 -8 �� <br />�� <br />i 124 -8 <br />1.056 reveal <br />(1.5K) <br />7 <br />242 2ND LEVEL <br />2ND LEVEL <br />�� <br />I <br />2ND LEVEL <br />II 2ND LEVEL <br />{#-__ _ <br />3.371 concrete masonry unit <br />SIM <br />L15 <br />242 <br />c� <br />- I; <br />P <br />� <br />aO <br />j I t <br />4i11 <br />11 <br />C <br />3.372 concrete masonry unit lintel <br />3.431 steel beam <br />124'-8" <br />2ND <br />r <br />r n <br />124 -8 <br />I III <br />III <br />Al;€ <br />li <br />° <br />' <br />LEVEL <br />2ND LEVEL <br />"'I=' I''�'I-�� 118'-11" <br />� <br />GENERATOR LEVEL <br />241. <br />118'-11" <br />GENERATOR LEVEL <br />A15 - <br />�I <br />� 118'-11" <br />GENERATOR LEVEL <br />243 <br />GENERATOR LEVEL <br />_ <br />242 <br />I <br />a <br />A24 <br />0.802 <br />3.371 <br />3.371 118'-11" <br />-_ <br />GENERATOR LEVELCo <br />- <br />112'-0" <br />-- <br />112'-0° <br />- <br />-- <br />-- 112'-0" <br />0.141 <br />6 = - 1 ST LEVEL <br />I <br />a - - ° ° ; a b <br />1ST LEVEL <br />- <br />--- 1ST LEVEL <br />: - <br />-, <br />- - <br />{ <br />112-0"177 <br />112'-O" <br />4 <br />�. 4 <br />.:` <br />- <br />1ST LEVEL <br />- - <br />1 ST LEVEL <br />-- <br />- <br />_ - <br />H1 <br />EXTERIOR WALL SECTION <br />H4 <br />EXTERIOR WALL SECTION <br />H7 <br />EXTERIOR WALL SECTION <br />H10 <br />EXTERIOR WALL SECTION <br />H13 <br />EXTERIOR WALL SECTION <br />H16 <br />EXTERIOR WALL SECTION <br />114" =1'-0" <br />1 /4" = 1'-0" <br />114" =1'-0" <br />1 /4" = V-0" <br />1 /4" =1'-0" <br />114" =1'-0" <br />�1 <br />(1.5H) <br />L15 I <br />242 <br />SEAL <br />`� � I I 1111llf/�j// <br />IF F1 <br />137'-4" <br />LEVEL(1.5F) <br />1.5 1.5H(1.5K3RD <br />1 0 1 ) <br />/A 9 H13 H16 <br />PP <br />QQ <br />3.371 <br />3.372 <br />�. <br />136' <br />GENERATOR ROOF <br />AR95990 <br />e AR 2 9 2022 <br />-�j/l • ........ °� <br />221 <br />G15 <br />! <br />221 221 <br />A l <br />07 81 OO.AO1 <br />242 <br />f <br />07 81 OO.AO1 <br />I <br />07 81 00.E 01 <br />221 <br />1 HR SPRAY FIREPROOF <br />i <br />ARASH AHANI KAMANGAR, AIA AR95990 <br />- <br />! 1HR;SPRAY <br />j <br />FIREPROOF <br />I 145=7" _ <br />{ - <br />1HR SPRAY FIRE R00 <br />APPLIED TO ROOF DECK <br />UDERSfDE <br />M <br />-1 <br />I <br />G1 <br />A-PP]LIED­TO-R60E-DECK <br />UPPER ROOF <br />APPLIED TO ROOD <br />UPPER <br />UPPER ROOF <br />' <br />I 243 <br />! <br />UDEIRSIDE <br />UDERSIDE`�' <br />P <br />AdventHealth <br />Te- <br />P <br />- r <br />.� <br />1 37'-4° <br />I <br />PP <br />PP <br />1 37'-4" <br />C9 <br />� <br />I <br />1 24'-8" <br />ZEPHYR H � L LS <br />m <br />= 1 <br />_ <br />_ Uj <br />! <br />3RD LEVEL <br />I <br />136'-11 <br />GENERATOR ROOF <br />J12 <br />PP <br />P P - - - -- - - - <br />- -- <br />3RD LEVEL <br />`' <br />- <br />- Q <br />I <br />2ND LEVELGENERATOR <br />ADDITION <br />_ <br />�, <br />04 <br />i _' <br />aY. <br />u <br />- <br />GENERATOR ROOF <br />M <br />1 <br />I;I jl I <br />- <br />60 <br />j <br />Ti <br />.•____ <br />�"III P I� Pfit <br />co <br />.�.:t, <br />P.lP`1 OHM <br />���:i� I �P f3 t !1 I f I; � i � I t:f , � {' j <br />��r f.! �P n s:77,�{ <br />I <br />_; . ,__ 2ND LEVEL <br />L ... i <br />: = . _ = - -- - - - <br />1 <br />A13 <br />r- <br />,p <br />13 <br />2ND LEVEL <br />242 <br />-- <br />-- <br />118'-11° <br />GENERATOR LEVEL <br />Hunton <br />• y I <br />, .-._- i .,.. I . •,.!? I ,! '_----: d !ffLL! ,{ -,..� ,i , �.?S lij ,fl } <br />i Y�.( Y <br />,A �, , ,, I, 3 - - - <br />- f I , _ <br />i''�. i <br />- - - - - - <br />- <br />- <br />31 r <br />i <br />118 <br />° <br />`_" GENERATOR LEVEL <br />I <br />-= T� <br />GENERATOR LEVEL <br />- <br />ARCHITECTS <br />l <br />I <br />.. <br />- <br />DATE SUBMISSION NO <br />112-0 <br />-: <br />{ - 1 - 112 -0 <br />_ 112 -0 <br />1ST LEVEL <br />_ <br />- - -- P 1 , --__ <br />I <br />1ST LEVEL <br />- - _ <br />1ST LEVEL <br />12.17.21 CONSTRUCTION DOCUMENTS <br />03 05 05, 1 <br />0714 OO.AO1 <br />�(' ( ( I( I I i � I I I I <br />I J <br />I I( I � I I, I <br />I I ... <br />(BEYOND) <br />I <br />0714 OO.AO1 <br />WATERPROOFING <br />221 <br />100 -0 �� <br />030505. A01 0714 OO.A01 07 14 OO.A01 <br />5 (01 <br />Al GROUND LEVEL <br />USED IN AREAS <br />CONTINpUS BARRIER WATERPROOFING USED IN AREAS <br />WATERPROOFING USED IN <br />WATERPROOFING USED <br />221 <br />WHERE EXTERIOR <br />j <br />WHERE EXTERIOR GRADE IS <br />I <br />! AREAS WHERE EXTERIOR <br />IN AREAS WHERE <br />CONTINOUS BARRIER <br />GRADE IS HIGHER <br />HIGHER THAN INTERIOR SLAB <br />GRADE IS HIGHER THAN <br />! <br />j EXTERIOR GRADE IS <br />THAN INTERIOR <br />INTERIOR SLAB <br />HIGHER THAN INTERIOR <br />SLAB <br />BUILDING & WALL SECTIONS <br />I SLAB <br />Al <br />BUILDING <br />SECTION <br />A9 <br />BUILDING SECTION <br />A16 <br />ELEVATOR SECTION <br />PROJ. NO. H-20232.00 SHEET <br />DRAWN DU <br />A2,21 <br />1 /8" =1'-0" <br />1 /8" =1'-0" <br />1 /4" =1'-0" <br />1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 <br />Copyright HuntonBrady Architects P.A. All Rights Reserved. 333 S. Garland Ave., Suite 1100, Orlando, Florida 32801 (407) 839-0886 (407) 839-1709/Fax www.huntonbrady.com License AR91515 <br />